Figure 43_KMM Water Balance Flowsheet rev 2024-09-14

Figure 43 - Kings Mountain Mine Water Balance Flowsheet
NC-DV6
OVERBURDEN y\`cl
STOCKPILE ACCESS ROAD
AND BATTLE ACCESS ROAD
FACILITY 1 O WATERSHED SOUTH CREEK NPI
GROUND ROAD AND BATTLE
Overtop WATERSHEDS� pond Pumpout WATERSHEDS GROUND ROAD BATTLE
ss p"m m WATERSHEDS GROUND ROAD
— O g —M�---�E--- m WATERSHEDS
3L2 gpm / = 5.7 gpm
6 y Overtop --MIRE h M
EXISTING U 5.9 gpm e a
SED POND 62 AND 63 O6 �63 I z I a a NC-P43c 17.2 gpm
RAILROAD I = a 1=
229Pm Oa9e CULVERTS POND M81 z v I c z z
157 gpm Z'o
eeK 1 z I --�---�---�
\ / I a 12.9 gpm m n
SOUTH CREEK yy O
MULTI-PLATE ARCH M \ 7.7 gpm / I vertop a'I U U
CULVERTNo
NC-DV4&5 I l*—NC-CULV-P43— s t g z z
�y RSF-A RUN-ON v PIT PERIMETER POND 73 (Do'
bJ6 NC-H51 WATERSHEDS
o HAUL ROAD AND RAILROAD ' I Overtop
c I s
CORRIDOR WATERSHEDS I v A
o` 1 0 I PIT PERIMETER POND 71
ROCK STORAGE z i PHASE 1&2 PIT ONLY
FACILITY X C-NWR51a-g 1
PAG Contact Water I UNDIVERTED PIT_ `
'o NC-DV61 _ 80gpm —M�� WATERSHED
a) 12 gpm I HAUL ROAD I KINGS CREEK
RSF-A RUN-ON I 1 l�
+�11 WATERSHEDS o WATERSHED
WATERSHED � I
Overtop I I a a
I A a O
RSF COLLECTION POND 51 I I = = Overtop
OVERBURDEN z Oz \ ,
STOCKPILE I PIT PERIMETER POND 72 CARDIO HILL
FACILITY 3 ROCK STORAGE I
AND PIT
O C-NWR61a-f FACILITY A , L— 10.6 gpm (REMOVED IN PIT PHASE 3) UNDIVERTED PIT
\ / PERIMETER
---—Pill -CULV-H21— 150 m -- co WATERSHEDS WATERSHEDS
Overtop
06J43�pm E I Pit Sump Pumpout a NC-P25a
PiE--- Pff-- p�---PIPE---p�---Pff---M�— PIPE---PIPE---pI s\
SED POND 64 j m gp OPEN PIT �Qd
Non-Process Contact Water
O 7.8
sP I ci
z -
Overtop I I HAUL ROAD OVERBURDEN w
SEDIMENT POND 1 E 58 pm WATERSHEDS PIT SUMP E z zOf
I WATERSHEDS m N \ 9 / STOCKPILE m w>
= NC-CULV-H43— FACILITY 2 o x=
wUU
I WATER � z - NC-P64& w
RSF COLLECTION POND 61
TREATMENT11 Dischar e
_ Overtop(D PLANT
Flow M�oring\ I WE SEDIMENT POND 1 Overtop
KMSW8 \ Pond 1 Kings Creek Drainage
s
SOUTH CREEK RESERVOIR �J Release I
I Pond Pumpout
Flow Monitoring � Pond
I Pumpout
3 �
KMSW3 O gO Overtop
Overtop 2 ORE SORTING AREA I I WATERSHEDS
I 1
j POND M11 POND M12
E z s 1 L— 1 Pond Pumpout
LEGEND � � I —MM--- _MIRE---MIRE---PPE---MIRE---fma MPE —PIPE---PPE---MIRE---MIRE---PIPE--�ayP�
N R=7 �— gg I� I
w U dt Contact Water Pipeline s Pond Pumpout I
W Non-Contact Water Stream Pumped Flow —MPE MIRE —PPE —PIPE —MIRE —PIPE —PPE APE —MIRE —MPIIIW] —�LgP
Open Water L-- Treated Effluent i O m O
4i?M "'
N Non-Process Contact Water Stream ��JJ — —� — — — —M� — E — — � I f PFE _
Upset Condition Overtopping Flow 1 I Overto / PROCESS AREA overtop
N PAG Contact Water Stream O - Flow Monitoring Location Raw PIPWEate2t0— t Use Pill i WATERSHEDS
Monitored Flow Release 9P I PONDS C01&CO2
---PPE Water Transfer Pipeline O I I POND CO3
\ / CREEK Off-site Discharge
Culvert O P
�\ � NCG02 Discharge Location Overto
NC-H42a Non-contact Water Channel ID Flow Monitoring 03 28�0E�pm
Contributing Watershed KMSW7 —, O� WSB-1
Release
C-NWR61a Contact Water Channel ID .10e
KINGS CREEK WATER STORAGE BASIN 1 WATERSHED
7.8 gpm Average Annual Flow(50th percentile year) 2100 gpm
REVISIONS DESIGN:DPH REVIEWED:JO PREPARED BY: DRAWING TITLE:
REV. DESCRIPTION DATE DRAWN:DPH APPROVED:JO KINGS MOUNTAIN MINING PROJECT
A ISSUED FOR CLIENT REVIEW 06/25/2024 COORDINATE SYSTEM: � Sr consulting KINGS MOUNTAIN STORM WATER MANAGEMENT
Figure revised by ERM on September 14, 2024 0 ISSUED FOR PERMIT 07/03/2024
N/A PREPARED FOR: FLOWSHEET
KINGS MOUNTAIN DATE: REVISION: DRAWING NO.:
Jk ALBEMARLE MINING PROJECT 07 0
IF THE ABOVE BAR Operated by: SRK PROJECT N NO.: FIGURE 4 3
DOES NOT MEASURE 1 INCH,
FILENAME:SRK Surface Water Flowsheet 03JUL2024.dwg THE DRAWING SCALE IS ALTERED Albemarle-Lithium USPR000576.1800
C:\Users\dhoekstra\SRK Consulting\NA USPR000576 Albemarle Corporation Kings Mountain 2022 Pre Feasibility Study-Internal\0300_Hydrology\Wbal Flowsheet\SRK Surface Water Flowsheet 03JUL2024.dwg